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10 <br />15 <br />LITHOLOGY SAMPLING DATA <br />Visual Description <br />Sample Penetration PID <br />No and Rate Values <br />Interval (Blows/ft.) (PPrn) <br />FILL; sand, gravel, and silt. <br />SANDY SILT; light brown, loose, moist (MLS) <br />1.9 SAND; brown, loose, trace fines, dry. (SP) B-5-3 <br />5.7 SILTY SAND; light brown, loose, moist. (SM) B-54 <br />5 <br />B-5-5 8.9 <br />SAND; brown, loose, fine sands, trace fines, moist. (SP) B-5-7 180 <br />B-5-8 189 <br />10 <br />— B-5-10 100 <br />CLAY, dense, brown, trace silt and sand, unsaturated, plastic. (CL) <br />10.5 SILTY SAND; light brown, loose, moist. (SM) B-5-12 <br />CLAY; dense, light brown, trace silt and sand, wet, plastic. (CL) <br />15 <br />B-5-15 85 <br />End of boring at 15 feet. <br />Graphic <br />Log <br />IIIIIOIH 1.1 <br />Depth, <br />feet <br />5 <br />BORING/WELL LOCATION SKETCH MAP AA Consultants, Inc. <br />Delta <br />Environmental <br />Page 1 of 1 <br />BORING/WELL NO. <br />B-5 <br />PROJECT NO./NAME <br />A002-124/United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bertolino <br />LOCATION <br />2115W. Washington Street <br />Stockton, California <br />GEOLOGIST/OFFICE <br />John Smith/St. Paul <br />APPROVED BY <br />Keith Knoke <br />DRILLING EQUIPMENT/METHOD <br />Geoprobe/Direct Push <br />SIZE/TYPE OF BIT <br />2 In./ <br />SAMPLING METHOD <br />Mac rocore <br />START/FINISH DATE <br />9/30/02-9/30/02 <br />TOTAL DEPTH <br />15.0 <br />SOIL SAMPLE: B5-8 (8 feet) - VOCs, TPH-G, TPH-D <br />WATER SAMPLE: W-B5 - VOCs, TPH-G, TPH-D